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Re: Concrete Seismic Detailing - Piers

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Mark,

For high seismic areas most concrete systems require detailing in accordance with ACI 318 Chapter 21 which in many cases requires a full 1 percent reinforcement in the columns such as ACI 318-08 21.6.3.1.

Thomas Hunt, S.E.
Fluor



From:        "Mark Puccio" <mpuccio(--nospam--at)mpsqrd.com>
To:        <seaint(--nospam--at)seaint.org>
Date:        02/03/2011 07:37 PM
Subject:        Concrete Seismic Detailing - Piers




Hello,
 
Working on a one story SDC C building.  
 
Question one is for typical column piers, which in this case are mostly 2-ft  but as long as 14’ (to get footings deep enough to not effect adjacent basement). Do piers need to have ties detailed per ACI 21.11.2.2 OR would this only apply to columns (not surrounded by soil)? Code is not specific – so I assume it applies to piers as well.
 
Also, ACI 10.8.4 allows for area of steel in compression member to be .005Ag if only half the area of concrete is required for strength.  Is there anything in ACI restricting this for SDC C? I was planning to use .01Ag for the real columns but for piers this is just seems wrong.
 
Thanks for your insights-
 
M
 
Mark L. Puccio P.E., S.E.
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